螺距板 的英文怎麼說
中文拼音 [luójùbǎn]
螺距板
英文
pitch plate-
Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad
然後,本文在考慮材料、幾何和狀態三重非線性的基礎上,對該連接形式進行了全面的計算機模擬,主要考慮了帶懸臂梁段全螺栓拼接的樑柱連接節點與無拼接的樑柱連接及翼緣對接焊接腹板拼接的連接節點的對比,各種設計方法之間的對比,以及翼緣拼接和腹板拼接的螺栓間距、直徑和數量,拼接點與梁端之間的距離,梁和柱的翼緣、腹板厚度,柱的軸力,接觸面的摩擦系數,翼緣和腹板拼接板的厚度等因素的影響。This paper introduce a software which used to the calculation of the baiting size of the spiral baffle plate and spacer pipe, the dimension of the manipulator, and the maximal arrangement the baffle palte, and the rest spaces
介紹了一個程序用於螺旋折流板和定距管下料尺寸、折流板加工胎具的尺寸計算以及折流板最大排布數量和剩餘空間量的計算。The experiments have tested the rigidity of connections that is the m curve of connections, researched two kinds of destruction modes of beam - to - column connections, analyzed stress of the plate and the influence of the member ' s plate thickness, the quantity of self - drilling screws, the diameter of self - drilling screws, the interval of self - drilling screws to the rigidity of connections
實驗針對連接節點的剛度即連接的m曲線進行了測試,並著重研究樑柱節點的兩種破壞模式,分析了板域的應力分佈以及構件的板厚、連接螺釘的數量、直徑以及螺釘間距對連接節點剛度的影響。Sizes of specimens are the same as those in practical engineering project. the lipped channel section is used as wall studs and its space is 500 millimeter. the wall sheathings are screwed on cold - formed steel studs, with 12mm gypsum board on one side and 9 mm oriented strand board ( osb ) on another side
試件的立柱骨架為間距為500mm的c型卷邊槽鋼,兩側墻面板分別是12mm厚的石膏板和9mm厚的osb定向刨花板,墻面板與立柱骨架用自鉆自攻螺釘連接。Thin plate connecting the self - drilling screws, rivets, such as its size and connecting plate by matching their distance, should comply with the design requirements and other fringe
連接薄鋼板採用的自攻螺釘、拉鉚釘、射釘等其尺寸與被連接鋼板相匹配,其間距、邊距等應符合設計要求。分享友人